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Theoretical mathematical analysis of concrete structures of this type, showing that author's formula gives results of satisfactory precision, better than formulas usually employed; application of methods of influence lines for determination of bending moments and shears.
Theoretical mathematical analysis of concrete structures of this type, showing that author's formula gives results of satisfactory precision, better than formulas usually employed; application of methods of influence lines for determination of bending moments and shears.
Continuous girder of multi-span bridges with supports fixed at their base
Travi continue da ponte solidali con piedritti incastrati alla base
Guidi, C. (author)
1930
19 pages
4 Figs.
Article (Journal)
Italian
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